Anagnostopoulos, Geroliminis 3
INTRODUCTION
Diversification of urban mobility leads to competition of different traffic modes for the limited
road space as defined by the existing infrastructure. Empirical evidence from advanced sensors,
coupled with appropriate traffic flow models can enhance our understanding of complex modal
interactions that cannot be readily described by vehicular traffic theory. Revisiting the traditional
traffic flow models can be also seen as the consequence of empirical evidence from new data
collection methods, such as drone videography.
A fascinating application of drone videography in traffic is the pNEUMA dataset, which
incorporates a massive collection of naturalistic vehicle trajectories captured by a swarm of drones
in the center of Athens, Greece. Details of this experiment along with suggested applications are
discussed in (1). PNEUMA holds the promise of enabling new insights into multi-modal urban
traffic, but at the same time, it also introduces a number of methodological challenges. Most
notably, vehicle positions are not always matched to lanes. A more fine-grained organization of
the data is therefore critical for a wide spectrum of downstream tasks, both on microscopic and
macroscopic levels. We address this issue by formulating and solving a map matching problem
and by introducing a novel methodology for detailed segmentation of vehicle trajectories based on
steering events. As steering events, we define the critical points in time when a driver changes
steering direction. Prerequisites for the determination of steering events are knowledge of the road
network, matching of vehicles to road segments and information about kinematic characteristics,
such as headings. Observed phenomena, such as lane formation, are then modeled microscopically.
Microscopic traffic flow models can be classified in two broad categories depending on
the assumption of lane-discipline: lane-based (2–5) and lane-free (6–9). This clear-cut distinction
holds true only if motorcycles are neglected in the first case. In urban environments, as opposed to
highways, this is an oversimplification and it would be more accurate to speak of hybrid situations
of mode-dependent lane discipline. Motorcycles, or in general powered-two-wheelers (PTW), have
unique kinematic characteristics (10) and their interactions with cars are not yet well understood.
For an extensive review of PTW literature, see (11).
In general, vehicular flow theory does not sufficiently cover the PTW case, because even the
most fundamental traffic variables, such as density, are hydrodynamic in nature, whereas PTW has
granular characteristics (12). A more adequate framework can be inspired by research in pedestrian
flow, where experimental results (13–17) reveal striking resemblance to phenomena observed in
PTW traffic and dedicated traffic variables have been developed (18, 19). We distinguish mainly
two kinds of microscopic pedestrian models that have been applied to PTW traffic: discrete choice
and self-driven particle systems. Discrete choice models include the multinomial logit (8, 20, 21)
and the nested logit model (22–24). In particular, (24) investigates the case when flow is dominated
by motorcycles, (20) models a specific queuing scenario of motorcycles at an intersection based
on lateral position, but without considering their orientation, and (21) models a similar situation
with bicycles. Self-driven particle systems, can be distinguished in first order models (25–28),
based on velocity (including heading), and second order models (29, 30), based on acceleration. In
motorized traffic, only second order models have been proposed (6, 31). The potential of first order
pedestrian models for modeling PTW movement remains unexplored. These models have several
appealing properties, such as simple formulation, very few parameters, consideration of heading
and are collision-free by construction.
This paper is organized in two parts. The first section is dedicated to empirical observations
and data segmentation. The last part introduces the hybrid model for mixed vehicular traffic flow.